10.price bid 5.drain

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    Rate

    Both figures and in words

    1

    Earthwork excavation in all classes of soils such as hard stiff clay,

    stiff black cotton, hard red earth, shale’s, murram etc. except hard

    rock requiring blasting for foundation and depositing within the

    campus with a lead of upto 100 meters in levelled layer with all

    leads and lifts including cost of all labour materials equipment and

    all other incidental charges like cribs, sheeting, shoring, bracing,

    providing protective bunds, cofferdams, baling out water and other

    items which may be necessary or convenient to the successful

    completion of the excavation to the bottom of the drain removing of

    all logs, stumps, grubs and other deleterious matter and obstruction

    including trimming bottom of excavation, cost of any cleaninggrubbing removing slips and blows if any and any surplus materials

    which may have to be thrown up during the process of excavation

    including setting out all labour materials, hire and fuel charges for all

    tools and plants, equipment, safe guards, and incidental necessary

    to complete the work and subsequent removal and cleaning the

    excavated materials protective bunds and cofferdams etc., as per

    Standard Specification.

    a)   Upto 2.0 Metre depth below average ground level.   Cum 2300

    2

    Exavation for foundatios in hard rock measured in solid rock,requiring blasting including all required blasting works and stacking

    the blasted rock for pre-measurements. The work includes refilling

    of foundation with selected earth all as directed by the Engineer-in-

    Charge and as per standard specification.

    a)   Upto 2.0 Metre depth below average ground level.   Cum 10

    Providing and laying plain cement concrete 1:4:8 (one part of

    cement,four part of sand and eight part of stone jelly)mix using

    40mm size hard broken blue granite stone jelly for foundation and

    plinth beam base all as per standard specification.Cum 160

    ELECTRONICS CORPORATION OF TAMILNADU LTD

    PROPOSED DATA CENTRE AT PERUNGUDI

    (5) Drain

    .No. Description Unit Qty Amount (Rs)

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    Providing & laying cast-in-situ controlled reinforced concrete of

    the following grades using 20 mm and down size coarse graded

    machine crushed hard stone aggregate including designing the mix,

    weigh batching, mechanical mixing, transporting and placing at all

    lifts, vibrating, consolidating, curing and finishing smooth as required

    all exposed faces, complete for the following RC structural and otherelements including centering, shuttering, form work either straight,

    curved, plain, tapered or sloped, supplying and mixing admixtures,

    dewatering wherever necessary, the cost of all complete

    materials, labour, all leads and lifts, tools, plant and machineries,

    hire and fuel charges and all other incidental charges etc

    Specifications, drawings and as directed, but excluding steel

    reinforcement, IRC mesh, insert plates which will be paid for

    separately under relevant items.The rates quoted shall hold good for

    all foundations at any depth, flooring, all floors, heights, levels,elevation, below ground level, basement, trenches, pits, tunnels etc.

    The designing of concrete mix for different grades of controlled

    concrete should be done in accordance with latest IS - SP 23.

    (Hand book on concrete mix design) in the field laboratory and the

    same should be got approved by the Engineer. Grade of concrete

    for all concrete works specified in BOQ should be invariably

    followed :

    M-25 Grade :

      upto Ground lvl   cum   150

    Supply, fabricate by straightening, cutting, bending to size, place inposition and tie with 18G binding wire for steel reinforcement for all

    RCC works using RTS bars of Fe 500 grade for steel

    reinforcements all as per standard specificationMT   20

    Providing and erecting centering for all RCC members with steel

    centering sheets/ plywood sheets, including strutting propping etc.

    as required and de-centering after the specified dates for the

    concerned RCC members and clearing out all the centering

    materials etc, complete all as per standard specification.

      for Plain surfaces & Slabs

      sqm   155   for walls   sqm   2040

    Providing and plastering with cement mortar 1:3(one part of cement

    and three part of sand ), 12mm thick on the exposed surfaces of

    RCC members including hacking the concrete surface for proper

    bonding etc. complete all as per standard specification.sqm   1120

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    Supplying and providing following size NP3 class RCC pipes

    with required collars and laying and fixing the RCC pipes

    including 100mm thk PCC bed and labour charges for all

    conveyance hoisting and placing the pipes and collars in

    position as directed by the EIC and packing and pointing the joints with cement mortar 1:2 and all other incidental charges

    etc., com lete

      300 mm dia., pipes RM 5

      450 mm dia., pipes RM 10

    Cement Concrete Solid Block Masonry in cement mortar

    1:5 ( one cement and five coarse sand ) 400mm thick upto

    Plinth level using precast machine moulded blocks at all

    levels using standard size of 390 x 190 mm of solid cement

    concrete blocks with minimum compressive strength of

    50Kg/Sq.cm conforming to IS 2185 or equivalent BS

    including all scaffolding, staging, curing, and all leads etc.

    complete and as directed by the department

    officers/Architect.

    Cum 112

    Total C/o to Summary : Rs.

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